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contributor authorJ. W. Tedesco
contributor authorP. B. McGill
contributor authorW. G. McDougal
date accessioned2017-05-08T23:36:11Z
date available2017-05-08T23:36:11Z
date copyrightNovember, 1991
date issued1991
identifier issn0892-7219
identifier otherJMOEEX-28078#286_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/108955
description abstractA finite element analysis is conducted to determine the critical impact velocities for concrete dolos. The model formulation includes deformations at the contact surface and nonlinear material properties. Two dolos orientations are considered: vertical fluke seaward and horizontal fluke seaward. In both cases, the larger units fail at lower angular impact velocities. It is also shown that doubling the concrete strength increases the impact resistance by approximately 40 percent.
publisherThe American Society of Mechanical Engineers (ASME)
titleResponse of Dolos Concrete Armor Units to Impact Loads
typeJournal Paper
journal volume113
journal issue4
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.2919932
journal fristpage286
journal lastpage291
identifier eissn1528-896X
keywordsConcretes
keywordsStress
keywordsArmor
keywordsDeformation
keywordsMaterials properties
keywordsFinite element analysis AND Electrical resistance
treeJournal of Offshore Mechanics and Arctic Engineering:;1991:;volume( 113 ):;issue: 004
contenttypeFulltext


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